HomeMy WebLinkAboutOWTS Design Report 05.03.2018ALL SERIIBE May 3, 2018 33 Four Wheel Drive Rd Carbondale, CO 81623 970-309-5259 Wes Miller wes@buildwithshadowrock.com Subsurface Investigation and Onsite Wastewater Treatment System Design 3 -Bedroom Future Residence + 1 -Bedroom ADU 1214 CR 238 Garfield County, Colorado Wes, Project No. C1377 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject property. The 35.191 -acre property is located outside of New Castle, in an area where OWTSs and wells are necessary. Legal Description: Section: 33 Township: 5 Range: 91 A TR IN THE S2NW CONT 35.191 AC. AKA PARCEL 2. 35.191 ACRES Parcel ID: 2125-332-00-193 SITE CONDITIONS A garage is currently developed on the property. A 1 -bedroom additional dwelling unit (ADU) will be constructed as part of the existing garage. This unit is intended to be utilized during construction of the 3 -bedroom residence. Once the 3 -bedroom residence is completed, the ADU will be removed from the garage. Given this plan, we are proposing the OWTS be served to accommodate 4 total bedrooms. There is a private well located on the property. The well will be greater than 50 -feet from the proposed septic tank and greater than 100 -feet from the proposed soil treatment area (STA). The proposed STA location is southwest of the existing garage and is in a large circular driveway area. After construction of the STA, this area will not be used for traffic or storage. The proposed STA is relatively flat. There is a small hill to the southeast of the proposed STA. This hill will serve as the high point of the system and the automatic distributing valve will be placed here. The property drops off steeply to the southwest of the proposed STA. A minimum 25 -foot setback will be maintained between the proposed STA and steep slope. SUBSURFACE The subsurface was investigated on April 30, 2018 by digging one soil profile test pit excavation (Test Pit). This Test Pit was prepared for Garfield County Building Department staff in the originally proposed STA. A cut bank on the small hill located southeast of the proposed STA was also analyzed. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 The materials encountered in the Test Pit #1 consisted of tan sandy loam with moderate structure grade to 3.0 -feet, underlain by tan sandy loam with weak structure grade to a maximum depth explored of 7.5 -feet. No bedrock or groundwater was encountered. A cut bank on the small hill was also viewed. The materials consisted of 5 -feet of tan, sandy loam extending approximately 5 -feet above the elevation of the proposed STA. A tactile analysis of the soils was taken from the cut bank approximately 2 -feet below the top of the cut. The soil formed a ball and a ribbon less than 1 -inch before breaking. Soil structure shape was single -grain to blocky, soil structure grade was loose to moderate (although exposed and previously disturbed), and consistence was friable. Sandstone was reported in the excavation of the garage. An 8 -foot deep test pit in an area adjacent to the proposed STA must be excavated prior to construction of the OWTS. This office must be contacted to verify soils are consistent with those described in Test Pit #1 and the cut bank. STA sizing is based on Soil Type 2A, Sandy Loam with weak structure grade. A long term acceptance rate (LTAR) of 0.5 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1 Soil Type 2A presented in the Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. Test Pit #1 (near the proposed septic tank location) Test Pit #2 cut bank near the proposed STA) Page 3 Small hill cut bank into small hill Cut bank sieved sample DESIGN SPECIFICATIONS Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 1 -bedroom ADU (75 GPD) = 525 GPD (note: 1 -bedroom ADU will be removed when construction of 3 -bedroom residence is complete) LTAR = 0.5 GPD/SF 525 GPD / 0.5 GPD/SF x 1.0 (pressure dosed bed) x 0.7 (chambers) = 735 SF The OWTS design is based on 4 -bedrooms. An average daily wastewater flow of 525 GPD will be used. A 4 -inch diameter SRD-35 sewer line with a double sweep clean out must be installed exiting each structure. The sewer line must have a minimum 2% grade to the septic tank. The septic tank will be installed approximately 40 -feet north of the ADU, at an elevation that is 15 -feet below the existing ADU to accommodate the lower level elevation of the proposed 3 -bedroom residence. The installation must include a 1500 -gallon, two-compartment poly Infiltrator® septic tank with an Orenco® effluent filter on the outlet tee followed by a 500 -gallon, single -compartment Infiltrator® pump chamber with an Orenco® Flow Inducer and PF3005 pump. Page 4 Sizing of the pump has been based on 355 -feet of transport line from the pump to the automatic distributing valve (ADV) and approximate 20 -feet of elevation gain. If these parameters are not accurate, the pump curve must be re -run to assure proper pump sizing. Floats must be set to dose approximately 100 gallons per pump cycle allowing 38 gallons for drain back after each pump cycle. The control panel for the pumping system must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista perform start up on the pumping system. Effluent will be pressure dosed through a 1.5 -inch diameter Schedule 40 pump line from the septic tank to an Orenco® ADV, Model 6402. This pump line must have a minimum 113/0 grade for proper drain back into the tank after each pump cycle. The ADV must be placed a high point in the system and be placed in an insulated riser with access from grade. Screened rock must be placed below the ADV to support the ADV and to assure the clear pipes existing the ADV remain visible for future inspection and maintenance. The STA will consist of two chamber beds, each with three rows of 11 `Quick 4' Standard Plus Infiltrator® chambers for a total of 66 chambers and 792 square feet of infiltrative area. Effluent will be pressure dosed to 1.5 -inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals will have 5/32 -inch diameter orifices facing up, with the exception of the first, middle, and last holes facing down for drainage. We recommend Orenco® Orifice Shields be placed under the downward facing orifice. The orifices must be placed 3 -feet on center. Each lateral must end in a 90 degree ell facing up with a ball valve for flushing. Valves may be placed in a valve box, accessible from grade. Inspection ports must be placed at the beginning and end of each trench. Ports may be cut to grade and covered with a valve box for access. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. Page 5 If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3 - inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, ALL SERVICE septic, LLC (0_ Ov-)EkLs Carla Ostberg, MPH, REHS Reviewed By: Pump Selection for a Pressurized System Miller Residence / C1377 Parameters DischargeAssembly Size 125 inches Trarsp dLerghBeforeValve 355 fed TrarlsportPipe Class 40 TrarlspertUrleSize 1.50 inches DisributingValveMcdel 6402 TrarspcdLengtiANhrVdve 7 ieet TrarlsportPipe Class 40 Tra epa1PipeSize 1.50 inches Mea Elevation Lift 20 ieet MaritdLen* 6 ieet MalifddPiipeClass 40 MarikldPipe Size 1.50 inches N urtlerofLaterds per Cell 6 Laterd Lengh 44 fed Labral Pipe Class 40 Ladd Pipe Size 1.50 inches Orifice Size 532 inches Orifice Spacing 3 fed Residual Head 4 fed Fla/vMeter None inches 'Add-on' Friction Lcsses 0 fed Calculations Nininx.rn FlavRale per Orifice Nurte cfOritesperZone Tod FIawvRate per Zone N urtlerofLaterals per Zane % FIowDiffered id 1stLastOrfice Trasport klodtyBeforeVdve Trarlsperhislocity A1hr Valve Frictional Head Losses 0.61 45 273 3 10 43 43 % frs 1 nes trough Disdlarge 1 nes inTrarspcdBefireValve 1 neslfraighVdie 1 nes inTransportadhr Valve 1 nes in Ma i[id 1 nes in Lards 1 nes tircugh Flamnetar 'Add -art Friction Lasses Pipe Volumes 52 fed 15.6 feet 62 fed 03 fed 0.1 feet 0.1 feet 0.0 fed 0.0 fed Vd of Transport Line Befire Valve Vd ofTra sizedLineAtier\eke Vd ofMerrtdd Vd ofLaterals perZone Tod Vd Blore Valve TodVdAlter Valve 375 0.7 0.6 13.9 375 153 Minimum Pump Requirements gas gas gas gas gas gas Design FIovRah 273 Total DynarricHead 515 fed o Orenoo Systems' Incorporated Changing the Way the Word Does Wattemarer° Total Dynamic Head, TDH (Feet) - Single Family Residence Project 300 I 1 250 PF3 15 1 PF3010 1 200 1 PF3007 150 100 50 F3 05 1 I \ 0o PumpData 5 10 15 20 25 Net Discharge (gpm) PF3005H ighHead EfluerrtPurp 3JGPM,12H P 115230V 106CHz2OWV 30 60H PF3037 H igh Head EfluentPurp 30GPM,34HP 230V 10 60H z, 20O460V 30 60H z PF3010 H ighHead EfluerrtPurp 30GPM,1HP 230V 10 60H z, 200'460 /30 60Hz PF3015H ighHead EfluerrtPurp 3JGPM,1-12HP 230V 10 60H z, 203233,460V30 60H z Legend 30 35 System Cuve: Pump Cuve: Pump Optimal Ra ye: OperaingPdrt Design Point O 40 eOuepiSOH a O \ / tip 1,1991-1S 81480/50 a31`d0 H31131 NOIS30 H1IM NOLLONflfNOO NI a3Sfl 39 1Sf W SONIMVHG m 2 > 2 'NOLLVAVOX3 Ol 2IOI2Id G L IIdNOO 33 dlfOHS S3ONV1Sld )1O`d813S 11V '2±V IflOOV 2 IV SNOI±V0O1 Rk > m \/ Cr) q E® /c of Om m/ f E$ mr \> ƒ k \/O > kf >_ 0 c2 �-1 -am ƒ� 7 /m l�f1S32� 3H1 _ON 321`9' NMOHS S1N31N3AO2Id1All a3SOdO2Id JO NOILV0O1 3H1 N 0 0 0 500 -GALLON, SINGLE -COMPARTMENT, POLY PUMP TANK W/ HH PUMP 1.5" DIA SCH-40 PVC PUMP LINE (MIN. 1% DRAINBACK TO TANK) 1500 -GALLON, TWO-COMPARTMENT, POLY SEPTIC TANK W/ EFFLUENT SCREEN IN SECOND -COMP. 4" DIA SDR -35 PVC SEWER LINE WITH DOUBLE -SWEEP CLEANOUT (MIN. 2% SLOPE TO TANK) NOTE; SEPTIC TANK ST • PLACED 15 -FEET BELOW THE 0' 5' 10' Scale: 1" = 10'-0" TWO (2)'QUICK-4' CHAMBER BEDS. 3 ROWS OF 11 CHAMBERS PER 0004' c FLOOR ELE ,2x 11 7/8" LVL O PROPOSED STA PLAN 1" = 10,_Ox 1.5" DIA SCH-40 PVC PUMP LINE (MIN. 1% DRAINBACK TO TANK) ADV MODEL 6402 AT HIGH POINT, ACCESSIBLE AT GRADE BED = 66 CHAMBERS = 792 SF 4$60:44°°°°14% • 0001441:1744NO°1° °°V..° 6' MIN. 24' 4" DIA SDR -35 INSPECTION PORT AT EACH CORNER OF EACH BED FLUSHING ASSEMBLY AT END OF EACH LATERAL O PROPOSED STA PLAN 1" = 1.5" DIA SCH-40 PVC PUMP LINE TO EACH BED 1.5" DIA SCH-40 PVC LEVEL MANIFOLD AT EACH BED 1.5" DIA SCH-40 PVC SUSPENDED LATERALS WITH 5/32" DIA ORIFICES FACING UP 3' O.C. FIRST, MIDDLE, AND LAST ORIFICE FACE DOWN WITH AN ORIFICE SHIELD FOR LATERAL DRAINAGE ALL IIRVI61 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Miller Residence 1214 CR 238 Garfield County, Colorado Project Number: C1377 Date: 05/03/18 Designed By: CBO Reviewed By: RHP Drawn By: ANM W2.0 Sheet 2 of 4 peob anua 10911/ anod ££ Lai.° :JeqwnN :peFoad aauap!SeH aa��iW 0 = 0 \ \ (0 CO i i CDCI- I I $wm -0Ik 94/C0/90 :eTe4 4o £ �aauS b 0 0 1103S VLS 2 N01103dSNI 30 > =00 O I 3m/ F/\ cI 9> /m m >® mm I� m2\ >$ 97> 0O$ 73a 00 Z o, _ O -0 1HO 0® $ Ab1 A18W2SS`d ONIHSf11d \ « % moc 03030 zc2 0>0 c¥m X w K >30/ 00 mcm ®-I 0> \Q -» gr w 00 -I 2 IIVOS 01 ION N130 ACV 1VOS 01 ION NV1d VIS JNIHS111d 2IOd 3A1VA TIVEI e Ataill- Al= - \� m / / ) 2� «m Cm 1 00 _ O-0» <0> E<\ >7c § ���>02 mZz \- K / zo moF �H0 f\\ ] /1?§\ >7 /23 0 /$ ®�< 0? c@ / ®o j5m 9 j /x0-10 « 2® §0< 2\ § 30 0 0 31VOS O1 ION 1I`9113a 1flON`d310 V_LS JO 2I2N2IO0 a 0 > Z 0 I 0 E G m HOV3 _LV lHOd NOLL3 dSNI r- 000-\ m1— - 0m@>> k\W/ Z0Q 0\2=ƒ cn-0 01 0®T&/ =0-\ > 30 $ 2rna0/ >/.�T m u) m 2m 0 ov 1=01 C 0-0 0 m Iv so @ 3 0 m to O cy al 6,) m 5. oz) CD iii N al o a o O b co0 3 N 0) peCgj eAua 18814/ a110d CE LL£I.a :JegwnN perald m o o co 0 0 eouepiseH JoIIWW o o (D cQ CO 0 CD '< y W T z -0o 8I./£0/90 :e ea j740 b ]eeLIS z 2 r 0 0 D 31VOS 01 ION O O 00 mz 00 00 � Z0 -Ic z 0 D 0rn cm z0 0 xi p7 x C)0 D <0 D -I O z DEPTH -FEET 111111111 0) cn -P. w 1 I N L O -I D z C CZ m0 0 1- 70 0 700 D D 0 m< 2 m D CO D �z C 0) c Z C 0 m-< G) 3O D 0 m� 0 0 cnm O D r � O NNVE1 1flO 2JO 11d 1331 NI a3AH338O ION 1f18 Al2j3dO dd 3H1 NO 1N33321d 3N01SONVS :31ON r m G) m z 0 CO -I D �z C 0) c Z p m-< 0 r �O D D 0 m� 0 0 m D m I 'ON 1Id 1331 311dOHd 11OS (NNV8 lfl0) Z 'ON JJd 1331 31IdO2Id 1103 -1w—I0 001 CO O)C4,- oo� 0 73* D m> 0 0 z m W z D mco p u' I-<0couiCO-1 rcnp m0D rn(/)�mCrm� mom mOr rn0D�X�xmD n9O D�� m< m 0 0 m c-,1-1100>D� Kra m�co zfJmom -'nz 7jO II m z -.Cmom0Dm-I -1Z,, r 0 =2mmpDm m D�D>CprzD �Occn 11 x n �Dm(n -0a N m=mom II X —I 000 "' m D IIPJ ;U K A V o II D D -< D �mmco1 m c>0 1- 0 cop(n-no1- �K(n co co 65 z -Xin7j om m N .-c, II = z 0 D co- II D—I 70 0 TI II o o K-0 O _ �ooin 0°O 0 CO 1om> '3-/ p >m [ m co cn � _ CO m m T] m c7 0 II —1 —1 Po O N Z 0 0 K _ + (i) > 01 + o co 01 m CD r 0 r 0 - z —I -n r 0 mDz zr_1 m m r �mr 00m „oCI— M < Z (i) D�z m0 G0) 0Co0 X flat/ WOO2ia38-6 + 3ON3aIS321 3d llflI 101OO2ia38-£ 0 m rn 5 z Item # IM-1530-2CP 61 7" 1530 Gallon Two Compartment Infiltrator® Poly Tank 1111111101111111lil I ��=�II�I , ��L, .jam �, ���, fI % .1 11 11 11 li ��1 11 1. �-• 11 11 ilk:'' o \L Il Irl a b I �; Imo.. it 11 II If' � 0 1�' 11 lido I►.� I: 1► �I O 111 11LI 17i'IiIiJIiIIirm 1IIL IL.IPIP�'1141.INL.Ii 1i �,1.!I_ _, 41 TOP VIEW 24" ACCESS PORT WITH LOCKING LID (3) 175 6" SIDE VIEW 2/3 TOTAL VOL • Compliant with CSA and IAPMO Standards • PVC risers available • Secondary safety screen available with PVC riser • Maximum burial depth is 48" • Minumum burial depth is 6" • Tank is not rated for vehicular traffic loading • Exterior of manhole cover includes the following warning: "DANGER DO NOT ENTER: POISON GASES" 1/3 TOTAL VOL TANK TOP HALF CONTINUOUS ELASTOMETRIC GASKET TANK INTERIOR ALIGNMENT — DOWEL (46) SEAM CLIP (86) TANK BOTTOM HALF S MID -HEIGHT SEAM SECTION DETAIL OUTLET TEE SEAM CLIP LIFTING STRAP (TYPICAL) END VIEW 54.5" INFILTRATOR' septic tanks 14000000* Digging Specs Invert Dimensions 16' Long x 7' Wide 43" below inlet Inlet Outlet Length 47" 44" ,175.6" Width 61.7" Height 54.5" Net Weight Net Working Capacity 1st Comp. 2nd Comp. Total 501 lbs. 1006 gal 503 gal 1509 gal Water & 1719) 3954764 28005 Co. Ftd. 317 Wastewater P.O. Banc 925 rVALLEY • systemsBuenaVisha, CO81211 • productSystems Fax: 19 395-3727PRECAST, Inc. • Service O ©vallecom Residential Biotube® Effluent Filters Applications Our patented* 4 -in. (100 -mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. 4 -in. (100 -mm) Biotube Effluent Filter 4 -in. (100 -mm) Biotube Jr. (4 -in. Biotube cartridge avail- able separately as Insert Filter) 8 -in. (200 -mm) 4 -in. (100 -mm) Base Inlet Filter Insert Filter Orenco's superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4 -in. (100 -mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4 -in. (100 -mm) Biotube Jr, at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low profile tanks, there's the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on "Distributor Locator." APS -FT -1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. Standard Features & Benefits • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal Optional Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion -proof construction, to ensure long life • Lifetime warranty Biotube Filtering Process Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes' entire surface for filtering. Particles larger than the Biotube's mesh are prevented from leaving the tank. Cal Orenco Systems" I ncorporated Changing the Way the World Does Wastewater° www.orenco.com Nomenclatures 4 -in. Biotube Filter (standard) FT 04 I Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard Housing height: 36" and 44" are standard Filter diameter (inches) W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe Blank = 1/8" filtration P = 1/16" filtration Biotube effluent filter series 8 -in. Biotube Filter (base inlet model) FT 08 22 -14 B Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model Cartridge height: 14" standard Housing height: 22" standard Filte diameter (inches) 08 = 8" Blank = 1/8" filtration P = 1/16" filtration Biotube effluent filter series * Also available with coupling and sleeve as a "kit": FT-OVERFLOWKIT 4 -in. Biotube Jr. (includes cartridge and housing) FT J 04 18 Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filte diameter (inches) fits Type 3034 outlet tee fits Schedule 40 outlet tee W= s= Blank = 1/8" filtration P = 1/16" filtration Junior series Biotube effluent filter series 4 -in. Biotube Filter Insert (cartridge only) FTi 0418 - For customized options (e.g., NC indicates North Carolina regions) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Cartridge height (inches) Filte diameter (inches) Blank = 1/8" filtration P = 1/16" filtration Insert Biotube effluent filter series 4 -in. Biotube Effluent Filter Extendible PVC handle 4 -in. Biotube Jr. Stainless steel set screws Top seal plate Air vents Biotubefilter cartridge )000( Solid base — Riser a wall Filter housing / Distributed By: Item # IM -540 -HH IM -540 Infiltrator® Poly Tank with High Head Pump SEAM CLIP (TYPICAL) LIFTING STRAP (TYPICAL) Width 61.r I IF uick Disconnect AlaII Valve 54.6" 54.6" 64.9" Length NOTE TANK EXTERIOR WIDTH IS 61.7" *Service contracts available for maintenance.* Digging Specs Invert Dimensions 6' Long x 6' Wide 47" below inlet invert Inlet 47" Outlet 61" Length 64.9" Width 61.7" TANK TOP CONTINUOUS HALF GASKET TANK INTERIOR ALIGNMENT DOWEL SEAM CLIP TANK BOTTOM HALF Mid -Height Seam Section DESIGN NOTES • Compliant with CSA and IAPMO Standards • Secondary safety screen available with PVC Riser • Delivered complete with internal piping • Maximum burial depth is 48" • Minimum burial depth is 6" • Tank is not rated for vehicular traffic loading • Exterior of manhole cover includes the following warning: "DANGER DO NOT ENTER: POISON GASES" Height 78.6" Net Weight Capacity 552 gallons 369 lbs r -N FILTRATORI septic tanks Water & Wastewater (719) 3954764 P280.O. Boli 905 25Rd. 317 • Systems CO V71VALLEY • Products Fax: (719) 395-3727 Buena YID 81211 PRECAST, Inc. •service Website: ntdes ealle ie asttcom Orenco® Universal Flow Inducer Applications Orenco's Universal Flow Inducer houses any Orenco high -head efflu- ent pump in applications where filtration is not necessary. The base rests on the bottom of the tank, and the mounting flange is epoxied to a PVC riser. The flow inducer can be lengthened or shortened to fit any tank. The tee, which holds the mounting flange and float assembly bracket, slides to any position along the flow inducer. A float assembly (ordered separately) snaps into the bracket. Applications include: • Pump tanks • Disinfection systems • Effluent reuse systems • Cisterns Mounting flange (fits 3 -in. pipe) 4 -in. flow inducer Fiberglass base Sliding tee Float assembly bracket Float assembly (ordered separately) 1 3/8 -in. (35 -mm) inlet holes General To specify this product, require the following: • Class 125 4 -in. (nominal) PVC pipe body • Injection -molded ABS mounting flange • Injection -molded holster for float tree • Ability to accommodate flows as great as 65 gpm (4.1 L/sec) Standard Model UFI-4 Materials of Construction Flow inducer Class 125 PVC Mounting flange Injection -molded ABS Base Fiberglass -reinforced polyester Specifications Dimensions Flow inducer diameter 4" nominal Height 72" (1828 mm) (can be lengthened or shortened) Shipping weight 13 Ib (5.9 kg) Mounting bracket epoxied to PVC riser Discharge assembly High -head pump Float assembly *Typical installation in concrete pump tank. Use screws to secure mounting bracket to riser while epoxy cures. Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com FIGURE 7 NTD-UFI-1 Rev. 1.2, © 08/14 Page 1 of 1 Orenco® Technical Data Sheet PF Series 4 -inch (100 -mm) Submersible Effluent Pumps Applications Our 4 -inch (100 -mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field - serviceable and repairable with common tools; and all 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco's Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube° pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor S4® C US LR80980 LR2053896 Discharge Connection — Bypass Orifice — Suction Connection 0 Powered by Franklin Electric Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability with no deterioration in pump life or performance* • Patented 1i8 -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 L/sec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 L/sec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship Not applicable for 5 -hp (3.73 kW) models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF Cord length, ft (m): Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115* 200 = 200 2 = 230* 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kW): 03 = 1/3 hp (0.25) 07 = 3 hp (0.56) 15 = 1-Y2 hp (1.11) 30 = 3 hp (2.24) Nominal flow, gpm (L/sec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) 05 = 12 hp (0.37) 10=1hp(0.75) 20 = 2 hp (1.50) 50 = 5 hp (3.73) Pump, PF Series Y2 -hp (0.37kw) only *220 volts for 50 Hz pumps 'Note: 20 -foot cords are available only for single-phase pumps through 1-1/2 hp Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 1 of 6 Specifications, 60 Hz Pump Model N cn E iv y «9 ti aQi 3 R o = c V�• N ) R R Ql H R iN N i§- R E ate(R R O S d Z> Q ▪ 0 CO rL Length, in. (mm) Rated cycles/day PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10 (0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 Y4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4, 5 10 (0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 1/4 in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 4, 5 10 (0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 1/4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5' 6 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 '/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5, 6 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 1/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5' 6, 7, 8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 14 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5'6'8 10 (0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5'6'8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 Y4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15 (1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 �/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15 (1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 '/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20 (1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 '/4 in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20 (1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 Y4 in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20 (1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 '/4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4, 5 20 (1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 '/4 in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4' 5 20 (1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 Y4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4, 5 20 (1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 I/4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4'5 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 '/4 in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30 (1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 '/4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30 (1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 �/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30 (1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 '/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30 (1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 '/4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30 (1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 Y4 in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30 (1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 I/4 in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30 (1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 '/4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4' 5 30 (1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 Y4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4'5 30 (1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 I/4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4'5 30 (1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 I/4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5'6'7 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 '/4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5, 6 30 (1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 Y4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5' 6, 7, 8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 I/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5'6'8 30 (1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 '/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5'6'7'8 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 Y4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5' 6' 8 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 �/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5' 6' 8 30 (1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 '/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50 (3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50 (3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50 (3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50 (3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50 (3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50 (3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50 (3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50 (3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 2 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Specifications, 60 Hz (continued) Pump Model a1 a) ca o 'a c) c -ad a7 N co 7 o � = - - z > Technical Data Sheet a E lC R aa) E Length, in. (mm) Orenco® Rated cydes/day PF500734 50 (3.2) PF501012 50 (3.2) PF50103200 50 (3.2) PF501034 50 (3.2) PF5015124 50 (3.2) PF501532004 50 (3.2) PF503012 4,5,7'8 50 (3.2) PF50303200 4, 5' 8 50 (3.2) PF503034 4'5'8 50 (3.2) PF505012 5,6,7,8 50 (3.2) PF505032 5,6,7,8 50 (3.2) PF751012 75 (4.7) PF751512 75 (4.7) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 PF100752 4' 5 PF101552 5, 6 PF300552 PF300752 PF301052 PF301552 4' PF500552 PF500752 PF501052 PF501552 PF751052 10 (0.6) 10 (0.6) 10 (0.6) 30 (1.9) 30 (1.9) 30 (1.9) 30 (1.9) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (3.2) 0.50 (0.37) 0.75 (0.56) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 1.00 (0.75) 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 230 230 230 230 230 230 230 230 230 3.9 6.2 10.5 4.1 6.1 7.4 9.3 4.0 6.3 7.3 9.1 7.3 4.1 6.2 11.4 4.1 6.1 7.4 9.3 4.0 6.4 7.4 9.1 7.3 6 9 18 4 5 7 8 2 3 4 5 4 1 1/4 in. GFP 1 1/4 in. GFP 1 '/4 in. SS 1 1/4 in. GFP 1 '/4 in. GFP 1 1/4 in. GFP 1 1/4 in. GFP 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 23.0 (584) 26.8 (658) 39.5 (1003) 22.5 (572) 24.8 (630) 28.4 (721) 35.4 (899) 20.3 (516) 23.7 (602) 27.0 (686) 32.5 (826) 30.0 (762) 17 (432) 17 (432) 22 (559) 19 (483) 19 (483) 20 (508) 24 (610) 25 (635) 25 (635) 26 (660) 30 (762) 27 (686) 26 (12) 30 (14) 46 (21) 26 (12) 29 (13) 32 (15) 40 (18) 29 (13) 31 (14) 35 (16) 42 (19) 34 (15) 300 300 300 300 300 100 100 300 300 100 100 100 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 '14 -in. NPT GFP discharge is 2 7B in. octagonal across flats; the 1 /-in. NPT 2 -in. NPT SS discharge is 2 7B in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, Orenco for more information. 3 Weight includes carton and 10 -ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lock option (Q) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3 -hp and 5 -hp pumps. SS discharge is 2 1B in. octagonal across flats; and the discharge hose and valve assemblies. Consult your Orenco minimum liquid level should be top of pump. Consult Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 3 of 6 Orenco® Technical Data Sheet Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture -free windings. All thrust absorbed by Kingsbury -type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 kV) have built-in thermal overload protection, which trips at 203-221° F (95-105° C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's PumpSelect software. Pump Curves, 60 Hz Models Total dynamic head (TDH) in feet 800 700 600 500 400 300 200 100 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 PF15 Series, 60 Hz, 0.3 hp IW 13 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 11 1 1 1 I I I PF10 Series, 60 Hz, 0.5 2.0 hp PF1020' - PF1010. PF1007 PF1005-FC ` w/'/4" flow controller 0 2 4 6 8 10 12 14 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 PF15 Series, 60 Hz, 0.3 hp IW 13 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 60 Hz Models (continued) 400 350 4- c 300 f=1 - 250 -a c • 200 • 150 - 100 4- Total dynamic head (TDH) in feet 50 1 1 1 1 1 1 1 -PF2015 ... •••• PF20 Series, 60 Hz, 0.5 - 1 5 hp PF2010 13F20051 ..... ..... 0 0 450 400 350 300 250 200 150 100 50 5 10 15 20 25 30 35 Flow in gallons per minute (gpm) 40 PF5050 I I I I I I I I PF50 Series, 60 Hz, 0.5 - 5.0 hp PF5030 PF5010 ..... ..... . ....... ..... ...... PF5007 ............. ..... ... PF5005 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) Technical Data Sheet Total dynamic head (TDH) in feet Total dynamic head (TDH) in feet 900 PF3050 800 700 600 Orenco® I I I I PF30 Series, 60 Hz, 0.5 - 5.0 hp PF3030 500 400 300 200 .... PF3020 PF30151 PF3010 - I I 100 PF3005 oo 100 90 80 70 60 50 40 30 20 10 ... .......... .... ........... ........ ' • ............ .... 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) jPF7515 111111 I I I PF75 Series, 60 Hz, 1.0 - 1.5 hp PF7510 oo 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) 100 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 5 of 6 Orenco° Technical Data Sheet Pump Curves, 50 Hz Models 180 Flow in gallons per minute (gpm), nominal 1.6 3.2 4.8 6.3 7.9 9.5 11 13 ■-■■■■■■-1-----3---- 160 IEU ■■■■■I•MMIMMI•=ME 140 ..111111.1.......1.11.. ■■■■■11,■■■■■■■■■■■ .E 120 MENEMOMMENNEMMEN ■■■■■■■„■■■■■■■■ 100MENEMENERNMENNE■■■■■■■■■■11,■■■■■■ s 80 ■1111®■11■■■■■■■,■■■■ foE6■■■■■'�■■■■\\■ a ra165141■11■■,■■,11■ Ta !LI 1111■■■■\ \SE\• \■■■ 20 1111■■ PF1005-FC „■■,11„■ • ■I wcontro How 1111„■■'11■ er • Immmmv■■►1■■■■ 45 40 .2 35 d E •E 30 ~ 25 as 20 E = 15 > 10 5 01 02 03 0.4 05 06 07 08 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 525 _ a: 459 394 d 328 = H 262 a as = 197 131 R 66 09 PF50 Series, 50 Hz, 0.37 -1.11 kW PF501552� ,.I PF501052 PF500752� LPF500552 1 • 00 120 100 m E .E 80 as 60 a) E c 40 > Ta 20 Flow in gallons per minute (gpm), nominal 63 13 19 25 32 PF30 Series, 50 Hz, 0.37 -1.11 kW PF301552I .LPF3010521 -PF300752 00 30 131 7, 27 115 o 5 24 98 = .= 21 0 18 82 = H R 15 a 66 70 s s •—o 12 49 '= c as> 9 33 a as is o 6 16 I— 3 05 10 1.5 2.0 25 30 3.5 40 45 F ow in liters per second (L/sec) 0 0 06 1.2 18 24 30 36 42 48 54 60 Flow in liters per second (L/sec) JPF3005521 • 04 08 12 16 20 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 328 = E 0 262 D 197 I- 5, m 131 'g 24 PF75 Series, 50 Hz, 0.75 kW PF751052 R 66 89 To 79 0 69 m a) 59 E = 49 I- 39 39 = 30 m 20 — a3 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 6 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com crenco® SYSTEMS Technical Data Sheet S -Series Simplex Control Panels Applications Orenco® S -Series Simplex Control Panels control single pumps in effluent sewer (STEP) systems, onsite septic systems, and for pump control into conventional gravity sewer systems. Orenco S -Series Simplex Control Panel (Si ETMCT shown) Materials of Construction Component Material Enclosure UV -resistant fiberglass, Type 4X (IP 66) Hinge Stainless steel Latch Stainless steel Specifications Feature Specifications Height, in. (mm) 11.5 (292) Width, in. (mm) 9.3 (236) Depth, in. (mm) 5.4 (137) S1 panel ratings* 120 VAC, 1 hp (0.75 kW), 16 A, 1 -phase, 60 Hz S2 panel ratings* 240 VAC, 3 hp (2.24 kW) 16 A, 1 -phase, 60 Hz * Pump motors used with these panels require internal overload protection. General Orenco® S -Series Simplex Control Panels are electromechanical panels for controlling single pumps. Standard features include an Automatic/Off/Manual (Auto/Off/Man) toggle switch, controls circuit breaker, pump circuit breaker, automatic motor control operation, and an audible/visible high water level alarm with auto reset. Specifications for standard and optional features are listed on page 2. All S -Series control panels have a 120 VAC controls circuit breaker. S1 panels have a 120 VAC pump circuit breaker, while S2 panels have a 240 VAC pump circuit breaker. All S -Series panels can be used with both mechanical and mercury float switches. Listed per UL -508 and cUL-508; CE -listed versions of S -Series panels are available. Standard Models S1, S2 Product Code Diagram S Standard options (list in order): PT = programmable timer RO = redundant off relay DS = disconnect switch ETM = elapsed time meter CT = event counter HT = heater PRL = pump run light PL = power light SA = surge arrestor Intrinsically safe relays: Blank = standard, no IR relays IR1 = up to 2 float switches IR2 = up to 4 float switches Pump voltage: 1 = 120 VAC 2 = 120 VAC or 240 VAC S Series simplex control panel Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -CP -S-1 Rev. 2.0, © 03/17 Page 1 of 2 Grenco° SYSTEMS Technical Data Sheet 0 O\ 6 e ❑0 00 0 1 ❑ EO 0000 Pooch \O _© 0 4 000 000 000 000 111=M= III O Orenco S -Series Simplex Control Panel (Si ETMCT shown) Standard Features Feature Specifications* 1. Motor -start contactor 120 VAC: 17 FLA, 1 hp (0.75 kW), 2.5 million cycles at FLA 240 VAC: 17 FLA, 3 hp (2.24 kW), 2.5 million cycles at FLA 4. Auto/Off/Man toggle switch Single -pole, double -throw HOA switch 2. Controls circuit breaker 10 A, OFF/ON switch, single pole, DIN rail mounting with thermal magnetic tripping characteristics 3. Pump circuit breaker 20 A, OFF/ON switch, single pole (120 VAC) or double pole (240 VAC), DIN rail mounting with thermal magnetic tripping characteristics 5. Audible alarm 95 dB at 24 in. (610 mm), warble -tone sound; gasketed, UL Type 4X (IP66) 6. Audible alarm silence relay Automatic reset, DIN rail mount 7. Visible alarm 7B -in. (22 -mm) diameter red lens, "Push -to -silence," UL Type 4X (IP66), 1 W LED light 8. Enclosure UV -resistant fiberglass and stainless steel, UL Type 4X (IP66) Optional Features Feature Specifications* Product code adder Intrinsically safe control relays Listed per UL 698A, for Class 1 Div. 1, groups A, B, C, D hazardous locations IR (Requires larger enclosure) Programmable timer Repeat cycle from 0.05 seconds to 30 hours; separate variable controls for OFF & ON time periods PT Redundant off relay DIN rail mount; provides a secondary off; sounds alarm upon low level condition RO Elapsed time meter 7 -digit, non-resettable; limit of 99,999 hours; accurate to 0.01 hours ETM Event counter 6 -digit, non-resettable CT Heater anti -condensation heater; self-adjusting: radiates additional wattage as temperature drops HT Pump run light 7B -in. (22 -mm) diameter green lens; UL Type 4X (IP66), 1 W LED light Power light 7B -in. (22 -mm) diameter green lens; UL Type 4X (IP66), 1 W LED light Surge arrestor Status light on unit; protects incoming power supply from electrical surges Test Switch Momentary switch for alarm testing PRL PL SA TS * All voltages are 120 VAC unless otherwise noted. NTD -CP -S-1 Rev. 2.0, © 03/17 Page 2 of 2 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Double Walled PVC Riser & Lid Options Poly Lid (Static load tested to 5000 lbs) • Skid resistance surface • Available in green • Highest level of UV Protection included • Includes a foam gasket for airtight and watertight applications • Includes square drive screws to discourage unauthorized entry • Insulation panels achieve R-10 insulation rating 2" of Insulation Standard C Orenco ® DuraFiber'" Access Lids (FLD) Not recommended for vehicular traffic j 24" and 30" Diameters • Solid, resin -infused fiberglass construction C, • 20,000 -Ib breaking strength D • Standard green or brown colors d • Available with or without urethane lid gasket • Available with carbon filtration • 4 stainless steel flathead socket cap screws & hex D key wrench • Insulated lids available - 2" or 4" C) C Double Walled PVC Riser • Available in 24" and 30" Diameter • Cut to length • Sold in +1- 2" increments • Must be cut between ribs Water &(719) 3954764 28005 Rd. 317 Wastewater P.O. Box 925 1FVALLEY • P�u� Fax: (719) 395-3727 Buena Vela, CO 81211 PRECAST, Inc. • Service we� ©valle �stcom This article may describe design criteria that was in effect at the time the article was written. FOR CURRENT DESIGN CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. Orenco Automatic Distributing Valve Assemblies For Wastewater Effluent Systems Introduction Orenco's automatic distributing valve assemblies, pressurized with small high -head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially simplify the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve assem- bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a reduction in long term operation and maintenance costs is realized due to a reduced size and/or number of pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk 0 to seat against the valve bottom 4. The opening 4 in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem 0 houses a stainless steel spring which pushes the rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through the cam O. The force from the flow of effluent pushes the stem down through the cam and the stainless steel spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the "up" position and is not seated against the valve bottom. Figure 1: 6000 Series Valve Orenco Systems Incorporated 1-800-348-9843 NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems', Inc. Page 1 of 6 Figure 2: Orenco Distributing Valve Assembly (6000 Series Valve) The Distributing Valve Assembly The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever- al other components to give a complete preassembled unit that is easy to install, monitor, and main- tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be difficult to line up and glue together in the field, the discharge lines in the assemblies are glued in place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3) allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of effluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning section. Valve Assembly Hydraulics Liquid flowing through the valve assembly must pass through fairly small openings and make several changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table 1 gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre- sentations of these equations. Orenco recommends that high -head turbine pumps be used to pressur- ize the valve assemblies to ensure enough head is available for proper system operation. High -head turbine pumps are also recommended because the use of a distributing valve usually requires more frequent pump cycling. The high -head turbine pumps are designed for high cycling systems and will outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore, the high -head turbine pump intake is 12 inches or more above the bottom of the pump and tends to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the rubber flap disk. Minimum flow rates for the various models are given in Table 1. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems", Inc. Page 2 of 6 Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series Equation Operating Range (gpm) V4400A HL = 0.085 x Q1•45 10 - 40 V4600A HL = 0.085 x Q1.58 10 - 25 V6400A HL = 0.0045 x Q2 + 3.5 x (1 - e 0.06Q) 15 - 70 V6600A HL=0.0049xQ2+5.5x(1-e0•1Q) 15-70 Head Loss Through Assembly (ft.) 35 30 25 20 15 10 5 0 0 V6600A 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Figure 3: Automatic distributing valve assembly headloss curves The Pumping System Although the distributing valve was designed for the irrigation industry, it has started to gain fairly wide acceptance in the effluent pumping industry. However, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that may impede the operation of the valve. Orenco Biotube® Pump Vaults — when properly sized and installed — provide the necessary protection to prevent valve malfunction. The Biotube® pump vault accepts effluent only from the clear zone between a tank's scum and sludge layers and then filters this effluent through a very large surface area screen cartridge. Without this protection in effluent systems, the valve has very little chance of reliable long-term operation. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems Inc. Page 3 of 6 Valve Positioning The physical position of the valve in relation to the pump and the discharge point is very important for proper valve operation. The most reliable operation occurs when the valve is placed at the high point in the system and as close to the pump as possible. The transport line between the pump and valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca- tion is shown in Figure 4. If the final discharge point is more than about 2 feet above the valve and the system does not drain back into the dosing tank, check valves should be installed on the lines immediately following the valve and a pressure release hole or line should be installed just prior to the valve. This pressure release hole or line can go into a return line to the dosing tank or to a "minidrainfield" near the valve. In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the valve to allow the rubber flap disk to return to its up position. In many cases, it may take from one minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to occur. Special care should be taken when installing systems controlled by programmable timers to ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves. Pumping downhill to the valve should be avoided unless the transport line is very short and the ele- vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve is located many feet below the dosing tank, random cycling may occur while the transport line drains through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib- uting valve may overcome this problem in some instances. Dosing Tank Transport Line Distributing Valve Assembly Discharge Laterals Figure 4: Ideal valve location NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems', Inc. Page 4 of 6 System Startup Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the sequencing of the valve outlets. The transport line should always be flushed with clean water before installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during installation can easily become lodged in the distributing valve, causing malfunction. With the pump running, alternately close and open the ball valve on the distributing valve assembly to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut- ing valve, the pump may need to be turned on and off to allow the pressure to be released from the valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each line for indication of which zone is operating. Pressure Release Line if h>2'-0" Discharge Laterals Dosing Tank Transport Line Check Valves if h>2'-0" Distributing Valve Assembly Figure 5: Valve assembly below final discharge point Maintenance Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet and system startup procedures listed above. Troubleshooting 1. PROBLEM: Valve does not change or cycle to next zone or outlet CAUSE: The stem and disk assembly is not rotating when water flow is turned off and then back on. SOLUTION 1: Ensure that there is no debris inside the cam. Clean and carefully reinstall the cam. SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation of the cam. Ensure that the stem and disk assembly is not being held down by an improperly installed cam. Refer to the cam replacement instructions. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems`, Inc. Page 5 of 6 SOLUTION 3: SOLUTION 4: SOLUTION 5: SOLUTION 6: 2. PROBLEM: CAUSE: SOLUTION 1: SOLUTION 2: SOLUTION 3: 3. PROBLEM: CAUSE: SOLUTION 1: SOLUTION 2: CAUSE: SOLUTION 1: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. Check for freedom of movement of stem and disk assembly up and down over the center pin in bottom of valve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and again check for freedom of movement. Be sure that all operating outlets are not capped and that the flow to operating zones is not restricted in any manner. This would cause pressure to build up in the valve and lock the stem and disk assembly in the down position. The backflow of water from uphill lines may be preventing the valve from cycling properly. This can happen when the valve is placed too far below an elevated line. If the valve cannot be placed close to the high point of the system, a check valve should be installed near the valve in the outlet line that runs uphill from the valve and a drain line installed just prior to the valve to relieve the pressure. Water comes out of all the valve outlets Stem and disk assembly not seating properly on valve outlet. Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. Remove the valve top and check the inside walls to ensure that nothing is interfering with the up and down movement of the stem and disk assembly inside the valve. Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. Valve skips outlets or zones Pumping into an empty transport line — especially downhill — may cause the valve to skip outlets from pockets of air allowing the rubber flap disk to raise during a cycle. Keep the transport line full. If the line must remain empty between cycles, use a larger diameter transport line laid at a constant grade to prevent air pockets from forming. The stem and disk assembly is being advanced past the desired outlet. Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems', Inc. Page 6 of 6 Distributing Valves Submittal Ella Sheet Applications Automatic Distributing Valve Assemblies are used to pressurim multiple mine distribution systems including textile filters, sand filters and drainfields. coupling distributing valve union ■■i 041 tk mitr gra Bottom View Specifications Side View General oNpars o Orenco Systems® Incorporated 1-800-348-9843 Orenco's Automatic Distributing Valve Assemblies are mechanically operated and sequentially redirect the pump's flow to multiple zones or cells in a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller horsepower pumps on large sand filters and drainfields. For example, a large community drainfield requiring 300 gpm can use a six -line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm. Orenco only warrants Automatic Distributing Valves when used in conjunction with High -Head Effluent Pumps with Biotube® Pump Vaults to provide pressure and flow requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. Ideal valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies (NTP -VA -1) for more information. Standard Models V4402A, V4403A,V4404A,V4605A,V46O A,V6402A,V6403A, V6404A, V6605A, V6606A. Nomenclature V A Indicates assembly Number of active outlets Model series: 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) 66 = 6600 series (5-6 outlets) Distributing valve Materials of Construction All Fittings: Unions: Ball Valve: Clear Pipe: V4X)O( Distributing Valves: WOO( Distributing Valves: Sch. 40 PvCper ASTM specification Sch. 83 PvCper ASTM specification Sch. 40 PvCper ASTM specification Sch. 40 PvCper ASTM specification 1 igh-strength noncorrosive ABS polymer and stainless steel 1 igh-strength noncorrosive ABS polymer, stainless steel, and die cast rrletal NSU -SF -VA -1 Rev. 3.0, ® 4/03 Page 1 of 2 Distributing Valves (continued) Head Loss Through Assembly (ft.) 35 30 25 20 15 10 5 0 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (ft.) Min. Enclosure V44(QA 1.25 1.25 10- 40 170 VB1217 V44034 1.25 1.25 10-4) 170 VB1217 V4401A 1.25 125 10-40 170 VB1217 V46054 1.25 1.3 10- 25 170 F+2418 V46064 1.25 1.25 10- 25 170 F+2418 V6402A 1.5 1.5 15-100 345 F+2418 V64034 1.5 1.5 15-100 345 F+2418 V6401A 1.5 1.5 15-100 345 F+2418 V66054 1.5 1.5 15-100 345 F+2418 V66064 1.5 1.5 15-100 345 F+2418 NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 2 of 2 INFILTRATOR' water technologies Quick4 Plusu Series The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36 -inch -wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connectiono which permits turns up to 15 -degrees, right or left. It is also available in four -foot lengths to provide optimal installation flexibility. The Quick4 Plus All -in -One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength Quick4 Plus Standard Chamber Specifications Size 340VV x 530L x 120H (864 mm x 1346 mm x 305 mm) Effective Length 480 (1219 mm) Louver Height 80 (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.60 (15 mm), 5.30 (135 mm), 8.00 (203 mm), 12.70 (323 mm) Quick4PLUS CHAMBER SYSTEMS The Quick4® Plus Standard Chamber Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four -foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 120 of cover Quick4 Plus All -in -One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid -trench • Mid -trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center -feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top APPROVED in Quick4 Plus All -in -One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 120 raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical i R� Officials (IAPMO) (�J Quick4 PlusU Series Quick4 Plus Standard Chamber Quick47s CHAMBER SYSTEMS 34" Quick4 Plus All -in -One 12 Endcap 48" EFFECTIVE LENGTH PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 13" 33" FRONT VIEW Quick4 Plus All -in -One Periscope QUICK4 PLUS ALL -IN -ONE PERISCOPE /.1/ (360° SWIVEL) 12.7" INVERT 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 INFILTRATOR° 88002210-443 6 360-577-'00' www.infiltratorwater.com water technologies SIDE VIEW INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator (Wnits0), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltratorl instructions, is warranted to the original purchaser (I]Holderf) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltratorl liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator[ installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator0u Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra -Rib is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. PLUS05 0713 Contact Infiltrator Water TechnologiesoTechnical Services Department for assistance at 1-800-221-4436 PRESSURE PIPE IF REQ'D, PER DESIGN INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD CHAMBER TYPICAL TRENCH DETAIL SECTION VIEW (NOT TO SCALE) NATIVE BACKFILL TOPSOIL 11= 6" COVER (m 12" COVER H-1 12" I I- 34" (36" WIDE TRENCH) SPACING PER CODE * LENGTH AND NUMBER OF TRENCHES DETERMINED BY DESIGN. 34" 8" INVERT INFILTRATOR INFILTRATOR WATER TECHNOLOGIES 4 Business Park Rd. Old Saybrook, CT 06475 (800) 221-4436 QUICK4 PLUS STANDARD CHAMBER TYPICAL TRENCH DETAIL SECTION VIEW Drawn by: EMB Date: 05/20/2015 Scale: Nor TO SCALE Checked by: DFH Sheet: 1 of 1 SUGGESTED ORIFICE GRID BEGIN ORIFICES INSIDE THE FIRST CHAMBER. DO NOT EXTEND ORIFICES INTO END CAPS 3' O.C. 3' O.C. 3' 0.C. ORIFICES FACE UP, SUSPENDED UNDER CHAMBERS EXCEPT FIRST, MIDDLE AND LAST ORIFICE FACE DOWN FOR DRAINAGE PLACE ORIFICE SHIELDS UNDER ALL DOWNWARD FACING ORIFICES Orenco® Technical Data Sheet Orifice Shields Applications Orenco® Orifice Shields are used in a pressurized distribution system to protect the orifices from backfill debris that might cause orifice blockage. Orifice shield installed on lateral pipe, standard configuration Shield Orifice Cutaway view, standard configuration a a a< <R a<< t Orifice Shield Cutaway view, cold weather configuration General Orenco Orifice Shields snap -fit onto laterals. They may be placed on top of or beneath a lateral, depending on the location of the orifice. Orifice shields are covered by method -of -use patent # 5,360,556. Standard Models OS075, OS100, 0S125, 0S150, 0S200 Product Code Diagram OS Lateral pipe size, nominal: 075 = 0.75 in. (20 mm) 100 = 1.00 in. (25 mm) 125 = 1.25 in. (32 mm) 150 = 1.50 in. (40 mm) 200 = 2.00 in. (50 mm) Orifice shield Material of Construction PVC per ASTM D-1784 Physical Specifications Model Shield O.D. in. (mm) Lateral pipe O.D. in. (mm) OS075 05100 0S125 0S150 0S200 3.5 (89) 1.05 (27) 3.5 (89) 1.315 (33) 3.5 (89) 1.66 (42) 4.5 (114) 1.90 (48) 4.5 (114) 2.375 (60) Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -SF -0S-1 Rev. 1.1, © 09/14 Page 1 of 1 Item# SEK- Orenco® Flushing Assemblies Flushing Assemblies Orenco® flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco K flushing assemblies are available in the following sizes: • 1" diameter • 1.25" diameter • 1.5" diameter • 2" diameter Valve Boxes Orenco® valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7 -in. diameter round enclosure Note: Kits include VB7 valve box enclosure. OM V1 VALLEY PRECAST, inc. Water & Wastewater • Systems • Products • Service (719) 395-6764 28005 County Road 317 P.O. Box 925 Fax: (719) 395-3727 Buena Vista, CO 81211 Website: http://valleyprecast.com/ Email: frontdesk@valleyprecast.com